1
GATE CE 2015 Set 2
Numerical
+2
-0
According to the concept of Limit State Design as per IS 456: 2000, the probability of failure of a structure is __________.
Your input ____
2
GATE CE 2015 Set 1
Numerical
+2
-0
The composition of an air-entrained concrete is given below:

Water : 184 kg /m3

Ordinary Portland Cement(OPC) : 368 kg /m3

Sand : 606 kg /m3

Coarse aggregate : 1155 kg /m3

Assume the specific gravity of OPC, sand and coarse aggregate to be 3.14, 2.67 and 2.74, respectively. The air content is_________ liters/m3
Your input ____
3
GATE CE 2011
MCQ (Single Correct Answer)
+2
-0.6
Consider a reinforcing bar embedded in concrete. In a marine environment this bar undergoes uniform corrosion, which leads to deposition of corrosion products on its surface and an increase in apparent volume of the bar. This subjects the surrounding concrete to expansive pressure. As a result, corrosion cracks appear at surface of concrete. Which of the following statement is true?
A
Corrosion causes circumferential tensile stress in concrete and the cracks will be parallel to corroded reinforcing bar.
B
Corrosion causes radial tensile stresses in concrete and cracks will be parallel to corroded reinforcing bar.
C
Corrosion causes circumferential tensile stresses in concrete and cracks will be perpendicular to the direction corroded reinforcing bar.
D
Corrosion causes radial tensile stresses in concrete and cracks will be perpendicular to direction of the corroded reinforcing bar.
4
GATE CE 2008
MCQ (Single Correct Answer)
+2
-0.6
Un-factored maximum bending moments at a section of a reinforced concrete beam resulting from a frame analysis are 50, 80, 120 and 180 kN-m under dead, live, wind and earthquake loads respectively. The design moment (kNm) as per IS: 456- 2000 for the limit state of collapse (flexure) is
A
195
B
250
C
345
D
372
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